• Title/Summary/Keyword: 모델 기반 고장 진단

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A Study on the Software Middleware Architecture of Turbo Fan Engine FADEC for Aircraft (항공기용 터보팬 엔진 FADEC의 소프트웨어 미들웨어 아키텍처에 관한 연구)

  • Changyeol Lee;Youngho Cho;Ikchan Lim;Kihyuk Kwon;Junghoe Kim;Gyujin Na;Hoyeon Jang
    • Journal of Aerospace System Engineering
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    • v.18 no.4
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    • pp.102-108
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    • 2024
  • With the recent increase in the development of domestic independent turbofan engines for aircraft, there is a need to develop software for FADEC(Full Authority Digital Engine Control) with real-time fault diagnosis functions to enhance fuel efficiency, engine performance, and reliability. As engine control algorithms become more sophisticated, software is being developed using Model-Based Design(model-based development) methods. This paper introduces the Middleware architecture of FADEC(Full Authority Digital Engine Control), which connects hardware with Model-Based Design(model-based development) software. Given the high reliability and safety required for turbofan engines in aircraft, the design complies with DO-178C[1] International Airborne Systems and Equipment Certification Guidelines.

Vibration Anomaly Detection of One-Class Classification using Multi-Column AutoEncoder

  • Sang-Min, Kim;Jung-Mo, Sohn
    • Journal of the Korea Society of Computer and Information
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    • v.28 no.2
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    • pp.9-17
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    • 2023
  • In this paper, we propose a one-class vibration anomaly detection system for bearing defect diagnosis. In order to reduce the economic and time loss caused by bearing failure, an accurate defect diagnosis system is essential, and deep learning-based defect diagnosis systems are widely studied to solve the problem. However, it is difficult to obtain abnormal data in the actual data collection environment for deep learning learning, which causes data bias. Therefore, a one-class classification method using only normal data is used. As a general method, the characteristics of vibration data are extracted by learning the compression and restoration process through AutoEncoder. Anomaly detection is performed by learning a one-class classifier with the extracted features. However, this method cannot efficiently extract the characteristics of the vibration data because it does not consider the frequency characteristics of the vibration data. To solve this problem, we propose an AutoEncoder model that considers the frequency characteristics of vibration data. As for classification performance, accuracy 0.910, precision 1.0, recall 0.820, and f1-score 0.901 were obtained. The network design considering the vibration characteristics confirmed better performance than existing methods.

Evaluation of Data-based Expansion Joint-gap for Digital Maintenance (디지털 유지관리를 위한 데이터 기반 교량 신축이음 유간 평가 )

  • Jongho Park;Yooseong Shin
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.28 no.2
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    • pp.1-8
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    • 2024
  • The expansion joint is installed to offset the expansion of the superstructure and must ensure sufficient gap during its service life. In detailed guideline of safety inspection and precise safety diagnosis for bridge, damage due to lack or excessive gap is specified, but there are insufficient standards for determining the abnormal behavior of superstructures. In this study, a data-based maintenance was proposed by continuously monitoring the expansion-gap data of the same expansion joint. A total of 2,756 data were collected from 689 expansion joint, taking into account the effects of season. We have developed a method to evaluate changes in the expansion joint-gap that can analyze the thermal movement through four or more data at the same location, and classified the factors that affect the superstructure behavior and analyze the influence of each factor through deep learning and explainable artificial intelligence(AI). Abnormal behavior of the superstructure was classified into narrowing and functional failure through the expansion joint-gap evaluation graph. The influence factor analysis using deep learning and explainable AI is considered to be reliable because the results can be explained by the existing expansion gap calculation formula and bridge design.